dwg 5of11 civil dredge.pdf
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GVR-6
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GVR-1
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GVR-4
GVR-16
GVR-12
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GVR-11
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GVR-22
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GVR-20
GVR-23
GVR-27
GVR-26
GVR-24
GVR-21
GVR-17
GVR-25
GVR-5
GVR-7
LS
GAS VENT
GAS VENT
6"
6"
6"
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
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M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
600'0 300' 1" = 300'
POINT NORTHING EASTING
1181042.92
701161.67 1181470.31
700623.16 1181470.31
700623.16 1181042.92
702215.95 1181042.92
702215.95 1181336.13
701985.69 1181470.31
CAD CELL POINT LOCATION
LEGEND:
DISPOSAL AREA
DREDGING AREA
CONFINED AQUATIC DISPOSAL
(CAD) CELL, SEE SHEET CN105
PROJECT DISPOSAL AREA
6 1
TURNING BASIN & PIER 32 NORTH BERTH
DREDGING & DISPOSAL @ WINDOW 2,
SEE SHEET CN102
EXISTING PIER 10 DREDGING & DISPOSAL @ WINDOW 4
(BID OPTION 3), SEE SHEET CN104, BID OPTION 1
(EXISTING PIER 10 DEMOLITION) MUST BE AWARDED
AND PERFORMED PRIOR TO BID OPTION 3
PLAN
NORTH
SCALE: 1" = 300'
OVERALL DREDGING SITE PLAN
701161.67
700876.67 1181470.31
1181042.92700876.67
PIER 32 SOUTH BERTH & EXISTING PIER
32 DREDGING & DISPOSAL @ WINDOW 3,
SEE SHEET CN103
OV
ER
AL
L
DR
ED
GI
NG
S
IT
E
PL
AN
CN101
12805610
AS NOTED
MCM WBT MEW
EXISTING
PIER 2
EXISTING
PIER 6
EXISTING
PIER 8
EXISTING
PIER 10
EXISTING
PIER 12
EXISTING
PIER 15EXISTING
PIER 17EXISTING
PIER 31
EXISTING
PIER 17 STUB
NEW PIER 32EXISTING
PIER 33
EBB
FLOOD
EXISTING FLOATING SECURITY
BARRIER BETWEEN BUOYS, TYP,
SEE NOTE
EDGE OF EASTERLY
SHIPPING CHANNEL
EXISTING BUOY
LOCATION, TYP,
SEE NOTE
EXISTING
PIER 32
NOTE:
THE CONTRACTOR SHALL COORDINATE TEMPORARY RELOCATION OF THE EXISTING
FLOATING SECURITY BARRIER AND ANCHOR BUOYS DURING DREDGING ACTIVITIES
WITH PORT OPERATIONS.
THAMES RIVER
-1 5 -1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-3
-3
-3
-3 3 -3
-3
5 -3
-3
-3
-3
-3
-3
-3
-38
-3
-3
-35
-37
-3
-3
-36
-37 -35 -36
-36 -36 -37
-36
-37
-39
-3
-36
-3 6-3
6-3
-37
-3
-3
-37
-35
-36
-36
-30-35
-37
-38
-37-3 8 -38
-38 -37 -35
-34-35-36 -38
-39 -39
-29 -33
-35
-3
-37
-38
-38
-37
-40
-37
-3
-37 -37
-38
-37
-40
-37
-3
-4
-37
-3 5 -3
-2 5 -2
-3 5 -3
-2
-37
-3
-3
-2
-2
-2
X X
X X
X X
AMBERJACK RD.
AMBERJACK ROAD
BLDG 174
DREDGE TO EL -38 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
TURNING BASIN LIMITS OF PROJECT
DREDGING TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
2:1 MAX SIDE SLOPE
TO EXISTING
EXISTING PIER 32N: 707511.90
E: 1179660.89
N: 707570.51 E: 1179628.43
EDGE OF EASTERLY
SHIPPING CHANNEL
N: 707119.74 E: 1179407.77
N: 707402.49 E: 1179407.77
N: 707119.74 E: 1179125.04
N: 707417.32 E: 1179125.04
N: 707923.84 E: 1179461.67
N: 707952.92 E: 1179180.42 N: 707913.66
E: 1179744.23
N: 708101.30 E: 1180056.23
N: 707881.03 E: 1180059.04
R=
2.7 5'
TY
P
NEW PIER 32
EXISTING QUAYWALL
EXISTING PIER 31
TOP OF SLOPE
LIMITS OF PIER 32 NORTH
BERTH DREDGING, SEE
INSET THIS SHEET
EXISTING PIER 33
EXISTING FLOATING SECURITY
BARRIER BETWEEN BUOYS, TYP
EXISTING UNDERWATER
CONTOUR RELATIVE TO MLLW,
TYP, SEE NOTES 1 & 2
N: 707386.03 E: 1179690.04
N: 707624.16 E: 1179595.26
TOE OF SLOPE
EXISTING SECURITY BARRIER
BUOY LOCATION, TYP
RELOCATED SECTION OF
SECURITY BARRIER, TYP
RELOCATED SECURITY
BARRIER BUOY
-3
-36
-35
-36
-36
-36
-37
-36
-37 -37
-35
-36
-30-35
-37
-38
-37
-3 8 -38
-38 -37 -35
-34 -35
-36
-38 -39
-39
-29
-33 -35
-3
-37
-38
-38
-37
-40
-37
-3
-37
-37
-38
-37
-40
-37
-3 5 -3
-2 5 -2
-3
-3
-2
-37
-3
-3
-2
-2
-2
36'-6"
60'-0"
NEW PIER 32 CENTERLINE
N: 707881.03 E: 1180059.04
STA 0+00
N: 707810.75 E: 1180131.33
N: 707569.13 E: 1179627.83N: 707624.16
E: 1179595.26
N: 707809.47 E: 1180059.98
EXISTING PIER 32
EXISTING QUAYWALL
EXISTING FLOATING SECURITY
BARRIER BETWEEN BUOYS, TYP
LIMITS OF PIER 32 NORTH
BERTH DREDGING
DREDGE TO EL -38 MLLW
(2' ALLOWABLE OVERDEPTH)
STA 5+55.25
N: 707540.84 E: 1179643.99
EXISTING SECURITY BARRIER
BUOY LOCATION, TYP
TOE OF SLOPE
TOP OF
SLOPE
EXISTING UNDERWATER CONTOUR
RELATIVE TO MLLW, TYP, SEE NOTES 1 & 2
EXISTING UNDERWATER CONTOUR
RELATIVE TO MLLW, TYP, SEE NOTES 1 & 2
RELOCATED SECURITY
BARRIER BUOY
RELOCATED SECTION OF
SECURITY BARRIER, TYP
160'0 80' 1" = 80'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
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BM
AR
IN
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, C
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N40085-20-R-0037
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
PLAN
NORTH
SCALE: 1" = 80'
TURNING BASIN & PIER 32 NORTH BERTH DREDGING SITE PLAN - WINDOW 2
NOTES:
1. ALL ELEVATIONS SHOWN ON THE DREDGING PLANS ARE REFERENCED TO
MEAN LOWER LOW WATER (MLLW).
2. ALL SOUNDINGS WERE OBTAINED FROM SURVEY CONDUCTED MAY 2018.
3. FOR WINDOW 2 DREDGE SECTIONS, SEE SHEETS CN302, CN303 AND CN304.
LEGEND:
TURNING BASIN & PIER 32 NORTH
BERTH WINDOW 2 DREDGING AREAS
AREA WITH 2:1 SIDE SLOPES
100'0 50' 1" = 50'
PLAN
NORTH
SCALE: 1" = 50'
PIER 32 NORTH BERTH INSET
EB
B
FL
OO
D
TH
AM
ES
R
IV
ER
STA 4+00
STA 3+00
STA 2+00
STA 1+00
STA 5+00
DREDGING VOLUMES:
DESIGN DEPTHS INCLUDING = 4,500 CY
SIDE SLOPES
2' ALLOWABLE OVERDEPTH = 11,500 CY
TOTAL WINDOW 2 DREDGING = 16,000 CY
VOLUME
EB
B
FL
OO
D
TH
AM
ES
R
IV
ER
DR
ED
GI
NG
P
LA
N
- W
IN
DO
W
CN102
12805611
AS NOTED
MCM WBT MEW
C1
CN301
C1
CN301
-3
-3
-36
-37 -35
-36
-36
-36
-37
-36
-37
-39
-3
-36
-3
-3 6-3
-37
-35
-36
-36
-30-35
-37
-38
-37
-3 8 -38
-38 -37 -35
-34 -35
-36
-38 -39
-39
-29
-33 -35
-3
-37
-38
-38
-37
-40
-37
-3
-37
-37
-38
-37
-40
-37
-3 5 -3
-2 5 -2
-3
-3
-2
-37
-3
-3
-2
-2
-2
4.07
3.20
10"
F
36'-6"
60'-0"
STA 5+55.25
N: 707540.84 E: 1179643.99
NEW PIER 32 CENTERLINE
N: 707765.03 E: 1180124.05
STA 0+00
N: 707810.75 E: 1180131.33
N: 707455.64 E: 1179689.34
N: 707508.17 E: 1179660.27
N: 707573.12 E: 1180062.40
OUTLINE OF DEMOLISHED PIER 32
EXISTING QUAYWALL
EXISTING FLOATING SECURITY
BARRIER BETWEEN BUOYS, TYP
LIMITS OF PIER 32 SOUTH
BERTH DREDGING
DREDGE TO EL -38 MLLW
(2' ALLOWABLE OVERDEPTH)
EXISTING SECURITY BARRIER
BUOY LOCATION, TYP
N: 707661.83 E: 1180061.62
N: 707730.08 E: 1180061.01
TOE OF SLOPE
TOP OF
SLOPE
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
EXISTING UNDERWATER CONTOUR
RELATIVE TO MLLW, TYP, SEE NOTES 1 & 2
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
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ON
, C
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1565917
N40085-20-R-0037
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D E
P A
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
NOTES:
1. ALL ELEVATIONS SHOWN ON THE DREDGING PLANS ARE REFERENCED TO
MEAN LOWER LOW WATER (MLLW).
2. ALL SOUNDINGS WERE OBTAINED FROM SURVEY CONDUCTED MAY 2018.
3. FOR PIER 32 WINDOW 3 DREDGE SECTIONS, SEE SHEETS CN305, CN306 AND
CN307.
LEGEND:
PIER 32 SOUTH BERTH & EXISTING
PIER 32 WINDOW 3 DREDGING AREAS
AREA WITH 2:1 SIDE SLOPES
100'0 50' 1" = 50'
PLAN
NORTH
SCALE: 1" = 50'
PIER 32 SOUTH BERTH & EXISTING PIER 32 DREDGING SITE PLAN - WINDOW 3
DREDGING VOLUMES:
DESIGN DEPTHS INCLUDING = 6,000 CY
SIDE SLOPES
2' ALLOWABLE OVERDEPTH = 3,700 CY
TOTAL WINDOW 3 DREDGING = 9,700 CY
VOLUME
EB
B
FL
OO
D
TH
AM
ES
R
IV
ER
DR
ED
GI
NG
P
LA
N
- W
IN
DO
W
CN103
12805612
AS NOTED
MCM WBT MEW
STA 4+00
STA 3+00
STA 2+00
STA 1+00
STA 5+00
C1
CN301
-41
-41
-40
-40
-41
-40-41
-39
-3
-37
-37
-38
-38
-38
-39
-40
-41
-42
-43
-38
-3
-38
-39
-37 -36
-37
-36 -35
-37
-39-42
-34
-36-38-40
-32 -34
-36 -38
-38
-34
-36
-42 -43
-42
P3694
X
CAPELIN RD.
ALBACORE RD.
CISCO RD.
CORVIN
A R
D.
X
8" ST HP 1992
"D" STA
CI PIPE 3'.0 COVDUCT 4'.0 COV
OFFSET OVER UNMARKED
5.3 COVGAS UNDER ELECT.
PAD
IN
OPENING
RISERTO 6" BEFORE
MAIN REDUCES
2'.0 COV
2'.4 COV
2'.2 COV
11°
PIE
R 10
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
2:1 MAX SIDE SLOPE TO EXISTING
N: 705080.88 E: 1180439.70
N: 705177.95 E: 1180400.00
TOP OF SLOPE
EXISTING UNDERWATER
CONTOUR RELATIVE TO MLLW,
TYP, SEE NOTES 1 & 2
EXISTING PIER 12
EXISTING PIER 8
EXISTING PIER 6
ST
A 1
+0
ST
A 2
+0
STA 4+00
N: 704832.72 E: 1180192.60
STA 0+00
N: 705149.80 E: 1180436.46
EXISTING PIER 10
CENTERLINE
EXISTING QUAYWALL
OUTLINE OF
DEMOLISHED PIER 10
ST
A 3
+0
TOE OF SLOPE
EXISTING SECURITY BARRIER
BUOY LOCATION, TYP
EXISTING FLOATING SECURITY
BARRIER BETWEEN BUOYS, TYP
160'0 80' 1" = 80'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
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IN
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NA
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LK
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
PLAN
NORTH
SCALE: 1" = 80'
EXISTING PIER 10 DREDGING SITE PLAN (BID OPTION 3) - WINDOW 4
NOTES:
1. ALL ELEVATIONS SHOWN ON THE DREDGING PLANS ARE REFERENCED TO
MEAN LOWER LOW WATER (MLLW).
2. ALL SOUNDINGS WERE OBTAINED FROM SURVEY CONDUCTED MAY 2018.
3. FOR DREDGE SECTIONS, SEE SHEET CN308.
4. EXISTING PIER 10 DEMOLITION (BID OPTION 1) MUST BE AWARDED AND
PERFORMED PRIOR TO EXISTING PIER 10 DREDGING AND DISPOSAL AT
WINDOW 4 (BID OPTION 3).
LEGEND:
EXISTING PIER 10 WINDOW 4 DREDGING AREAS
AREA WITH 2:1 SIDE SLOPES
DREDGING VOLUMES:
DESIGN DEPTHS INCLUDING = 3,000 CY
SIDE SLOPES
2' ALLOWABLE OVERDEPTH = 1,500 CY
TOTAL WINDOW 4 DREDGING = 4,500 CY
VOLUME
EB
B
FL
OO
D
TH
AM
ES
R
IV
ER
DR
ED
GI
NG
P
LA
N
- W
IN
DO
W
CN104
12805613
AS NOTED
MCM WBT MEW
-60
-55
-50
-45
-60
-55 -50
-50 -55
-65
-69 -68
-67
-67
-65
-6
-5
-5
-5
-6
-45
-4
-4
CONFINED AQUATIC DISPOSAL (CAD) CELL
PROJECT DISPOSAL AREA
8 9
WINDOW 2
MATERIAL DISPOSAL AREA
12 13
15 14
WINDOW 3
MATERIAL DISPOSAL AREA
EB
B
FL
OO
D
TH
AM
ES
R
IV
ER
EXISTING UNDERWATER CONTOUR
RELATIVE TO MLLW, TYP, SEE NOTES 1 & 2
A1
CN301
WINDOW 4 (BID OPTION 3)
MATERIAL DISPOSAL AREA
B1
CN301
ST
A
3+
ST
A
1+
ST
A
2+
CAD CELL CENTERLINE
STA 0+00
N: 701260.79 E: 1181256.48
STA 4+00
N: 700860.79 E: 1181256.48
160'0 80' 1" = 80'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
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BM
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DO
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, C
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1565917
N40085-20-R-0037
V A
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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T O
F
TH
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A V
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A V
A L
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0,
- 9 :0
2a m
U S
E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
PLAN
NORTH
SCALE: 1" = 80'
CAD CELL PLAN
POINT NORTHING EASTING
1181042.92
701161.67 1181470.31
700623.16 1181470.31
700623.16 1181042.92
CAD CELL POINT LOCATION
701161.67
700876.67 1181470.31
1181042.92700876.67
701020.00 1181415.1410
701020.00 1181097.6711
701120.00 1181097.6712
701120.00 1181415.1413
701013.11 1181415.1414
701013.11 1181097.6715
700953.11 1181097.6716
700953.11 1181415.1417
NOTES:
1. ALL ELEVATIONS SHOWN ON THE CAD CELL PLAN ARE REFERENCED TO MEAN
LOWER LOW WATER (MLLW).
2. ALL SOUNDINGS WERE OBTAINED FROM SURVEY CONDUCTED MAY 2018.
3. FOR CAD CELL CROSS SECTIONS, SEE SHEETS CN309 AND CN310.
4. FOR DREDGE AREAS ADJACENT TO/UNDERNEATH PIERS (PIER 32 NORTH
BERTH, PIER 32 SOUTH BERTH, EXISTING PIER 32 AND EXISTING PIER 10), THE
TOP 2'-0"± OF DREDGE MATERIAL SHALL BE PLACED IN THE CAD CELL FIRST.
ALL OF THE DREDGE MATERIAL FROM THE TURNING BASIN AND THE
UNDERLYING MATERIAL IN LOWER LAYER OF SEDIMENTS FROM THE DREDGE
AREAS ADJACENT TO/UNDERNEATH PIERS SHALL BE USED AS CAPPING
MATERIAL.
LEGEND:
DREDGE MATERIAL DISPOSAL
CAPPING MATERIAL DISPOSAL
CA
D
CE
LL
P
LA
N
CN105
12805614
AS NOTED
MCM WBT MEW
700934.1118
700934.11 1181415.1419
1181097.67
WINDOW 2 DREDGE MATERIAL
WINDOW 2 CAPPING MATERIAL
100'-0"
VARIES ±285'-0"
EXISTING BOTTOM,
EL VARIES EL -55.0
2' M
IN
WINDOW 3 DREDGE MATERIAL
60'-0"
EL -54.0
VARIES ±215-0"'
EL -57.0
TYP
3:1 SLOPE, TYP
WINDOW 3 CAPPING MATERIAL
VARIES
WINDOW 4 DREDGEMATERIAL
WINDOW 4 CAPPING MATERIAL
2' M
IN
EXISTING BOTTOM,
EL VARIES
CAPPING MATERIAL DISPOSAL, SEE NOTE 3
DREDGE MATERIAL DISPOSAL, SEE NOTE3
60'-0" 60'-0"36'-6"
NEW PIER 32EXISTING PIER 32
3:1 SLOPE, TYP
LIMITS OF WINDOW 2
DREDGING, TYP
DREDGE TO EL -36 MLLW (2'
ALLOWABLE OVERDEPTH), TYP, UON
3:1 SLOPE, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
LIMITS OF WINDOW 3
DREDGING, TYP
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW (2'
ALLOWABLE OVERDEPTH), TYP, UON
CL PIER 32
36'-6"
WINDOW 2
DREDGING
WINDOW 3
DREDGINGEXISTING BOTTOM,
EL VARIES
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
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BA
SE
N
EW
L
ON
DO
N
GR
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ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
IL
IT
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S E
N G
IN
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E R
IN
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M M
A N
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TI
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NA
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L
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N
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FO
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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E N
T O
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A V
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A V
A L
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D : T hu rs da y, J an ua ry
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:0 2a m U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
DR
ED
GI
NG
T
YP
IC
AL
S
EC
TI
ON
S
CN301
12805615
AS NOTED
MCM WBT MEW
SCALE: 1" = 20'
CAD CELL LONGITUDINAL TYPICAL SECTIONA1 CN105
40'10'0 20' 1" = 20'
SCALE: 1" = 20'
CAD CELL TRANSVERSE TYPICAL SECTIONB1 CN105
SCALE: 1" = 20'
PIER 32 DREDGING TYPICAL SECTIONC1 CN102, CN103
NOTES:
1. ALL ELEVATIONS SHOWN ON THE CAD CELL PLAN ARE REFERENCED TO MEAN
LOWER LOW WATER (MLLW).
2. ALL SOUNDINGS WERE OBTAINED FROM SURVEY CONDUCTED MAY 2018.
3. FOR DREDGE AREAS ADJACENT TO/UNDERNEATH PIERS (PIER 32 NORTH
BERTH, PIER 32 SOUTH BERTH, EXISTING PIER 32 AND EXISTING PIER 10), THE
TOP 2'-0"± OF DREDGE MATERIAL SHALL BE PLACED IN THE CAD CELL FIRST.
ALL OF THE DREDGE MATERIAL FROM THE TURNING BASIN AND THE
UNDERLYING MATERIAL IN LOWER LAYER OF SEDIMENTS FROM THE DREDGE
AREAS ADJACENT TO/UNDERNEATH PIERS SHALL BE USED AS CAPPING
MATERIAL.
LEGEND:
DREDGE MATERIAL DISPOSAL
CAPPING MATERIAL DISPOSAL
0+00.00
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
0+50.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
1+00.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
1+50.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-10
-10
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
3:1 SLOPE, TYP
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
3:1 SLOPE, TYP
3:1 SLOPE
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
EXISTING BOTTOM,
EL VARIES
3:1 SLOPE
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
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ID
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TL
A N
TI
C
CI
C
OR
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AM
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ON
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DS
NA
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L
ST
AT
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N
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FO
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GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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TM
E N
T O
F
TH
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A V
Y N
A V
A L
FA
C
IL
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U S
E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 2 DREDGE CROSS SECTIONS STATION 0+00.00 THRU 1+50.00A1 CN102
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 32 TO REMAIN DURING
WINDOW 2 DREDGING
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 2
DREDGING AREAS
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
S
HE
ET
O F
CN302
12805616
2+00.00
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
2+50.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
3+00.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-20 -20
3+50.00
-20 -20
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
3:1 SLOPE, TYP
3:1 SLOPE, TYP
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
CI
C
OR
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- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
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N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
C
IL
IT
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S
E N
G
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E E
R
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G C
O M
M A
N D
FI
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N A
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0,
- 9 :0
2a m
U S
E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 2 DREDGE CROSS SECTIONS STATION 2+00.00 THRU 3+50.00A1 CN102
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
S
HE
ET
O F
CN303
12805617
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 32 TO REMAIN DURING
WINDOW 2 DREDGING
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 2
DREDGING AREAS
4+00.00
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
4+50.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
5+00.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
5+50.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-20 -20
-20 -20
-20 -20
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
0 EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
PIER 32 NORTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
NEW PIER 32
WINDOW 2
DREDGING
3:1 SLOPE, TYP
3:1 SLOPE, TYP
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
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N40085-20-R-0037
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 2 DREDGE CROSS SECTIONS STATION 4+00.00 THRU 5+50.00A1 CN102
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
S
HE
ET
O F
CN304
12805618
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 32 TO REMAIN DURING
WINDOW 2 DREDGING
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 2
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
0+50.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
1+00.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
1+50.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-10
-10
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
EXISTING BOTTOM,
EL VARIES
NEW PIER 32
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
NEW PIER 32
WINDOW 3
DREDGING
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP
LIMITS OF DREDGING, TYP
EXISTING BOTTOM,
EL VARIES
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
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ON
DO
N
GR
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ON
, C
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1565917
N40085-20-R-0037
V A
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FA
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IL
IT
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S E
N G
IN
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E R
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E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 3 DREDGE CROSS SECTIONS STATION 0+00.00 THRU 1+50.00A1 CN103
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
S
HE
ET
O F
CN305
12805619
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 32 TO BE DEMOLISHED
PRIOR TO WINDOW 3 DREDGING
ACTIVITIES.
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 3
2+00.00
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
2+50.00
-60
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
3+00.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-20 -20
3+50.00
-20 -20
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
3:1 SLOPE, TYP
3:1 SLOPE, TYP
3:1 SLOPE, TYP
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
IL
IT
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
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A N
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OR
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AM
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NA
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N
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OR
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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TM
E N
T O
F
TH
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A V
Y N
A V
A L
FA
C
IL
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E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 3 DREDGE CROSS SECTIONS STATION 2+00.00 THRU 3+50.00A1 CN103
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
S
HE
ET
O F
CN306
12805620
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 32 TO BE DEMOLISHED
PRIOR TO WINDOW 3 DREDGING
ACTIVITIES.
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 3
4+00.00
-50
-40
-30
-20
-60
-50
-40
-30
-20
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
4+50.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
5+00.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
5+50.00
-60
-50
-40
-30
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200
-20 -20
-20 -20
-20 -20
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
10 10
-10
-10
0 EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING PIER 32, SEE NOTE 2
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
EXISTING BOTTOM,
EL VARIES
LIMITS OF DREDGING, TYP
NEW PIER 32
WINDOW 3
DREDGING
3:1 SLOPE, TYP
3:1 SLOPE, TYP
3:1 SLOPE, TYP
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH), TYP, UON
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
PIER 32 SOUTH BERTH, DREDGE TO
EL -38 MLLW (2' ALLOWABLE OVERDEPTH)
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
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TL
A N
TI
C
CI
C
OR
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- H
AM
PT
ON
R
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NA
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L
ST
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N
- N
OR
FO
LK
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NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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TM
E N
T O
F
TH
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A V
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A V
A L
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- 9 :0
3a m
U S
E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 3 DREDGE CROSS SECTIONS STATION 4+00.00 THRU 5+50.00A1 CN103
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 32 TO BE DEMOLISHED
PRIOR TO WINDOW 3 DREDGING
ACTIVITIES.
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 3
DREDGING AREAS
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
S
HE
ET
O F
CN307
12805621
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
0+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
1+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
1+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
2+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
2+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
3+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
3+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
4+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 20 40 60 800-20-40-60-80
LIMITS OF DREDGING
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
EXISTING BOTTOM,
EL VARIES
EXISTING BOTTOM,
EL VARIES
EXISTING BOTTOM ,
EL VARIES
EXISTING BOTTOM ,
EL VARIES
EXISTING BOTTOM ,
EL VARIES
EXISTING BOTTOM ,
EL VARIES
EXISTING BOTTOM ,
EL VARIES
EXISTING BOTTOM,
EL VARIES
EXISTING PIER 10, SEE NOTE 2
EXISTING PIER 10, SEE NOTE 2
EXISTING PIER 10, SEE NOTE 2
EXISTING PIER 10, SEE NOTE 2 EXISTING PIER 10, SEE NOTE 2
EXISTING PIER 10, SEE NOTE 2
EXISTING PIER 10, SEE NOTE 2
EXISTING PIER 10, SEE NOTE 2 EXISTING PIER 10, SEE NOTE 2
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
EXISTING BOTTOM ,
EL VARIES
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
DREDGE TO EL -36 MLLW
(2' ALLOWABLE OVERDEPTH)
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
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1565917
N40085-20-R-0037
V A
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C
IL
IT
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
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-A
TL
A N
TI
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CI
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OR
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- H
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R
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NA
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L
ST
AT
IO
N
- N
OR
FO
LK
, V
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GI
NI
A
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
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SRETNIW.EELEKI
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ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
WINDOW 4 DREDGE CROSS SETIONS STATION 0+00.00 THRU 4+00.00A1 CN104
W
IN
DO
W
D
RE
DG
IN
G
SE
CT
IO
NS
(B
ID
O
PT
IO
N
3)
CN308
12805622
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. EXISTING PIER 10 TO BE DEMOLISHED
(BID OPTION 1) PRIOR TO WINDOW 4
DREDGING ACTIVITIES.
3. ALLOWABLE 2' OVERDEPTH DREDGING
NOT SHOWN IN SECTIONS.
LEGEND:
WINDOW 4
0+50.00
-90
-80
-70
-60
-50
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
1+00.00
-90
-80
-70
-60
-50
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
1+50.00
-90
-80
-70
-60
-50
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
EXISTING BOTTOM,
EL VARIES
-90
-80
-70
-60
-50
-40
-90
-80
-70
-60
-50
-40
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
2+00.00 -30 -30
EXISTING BOTTOM,
EL VARIES
WINDOW 2 DREDGE MATERIAL,
TOP EL -57 MLLW
EXISTING BOTTOM,
EL VARIES
WINDOW 2 CAPPING MATERIAL,
TOP EL -55 MLLW
2' M
IN
WINDOW 2 DREDGE MATERIAL,
TOP EL -57 MLLW
EXISTING BOTTOM,
EL VARIES
WINDOW 2 CAPPING MATERIAL,
TOP EL -55 MLLW
2' M
IN
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
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1565917
N40085-20-R-0037
V A
L
FA
C
IL
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IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
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N
- N
OR
FO
LK
, V
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GI
NI
A
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
C
IL
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S
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IN
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: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
CAD CELL CROSS SECTIONS STATION 0+50.00 THRU 2+00.00A1 CN105
CA
D
CE
LL
C
RO
SS
S
EC
TI
ON
S
SH
EE
T
OF
CN309
12805623
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. CAPPING MATERIAL SHALL HAVE A
MINIMUM DEPTH OF 2 FEET.
LEGEND:
DREDGE
MATERIAL DISPOSAL
CAPPING
MATERIAL DISPOSAL
2+50.00
-90
-80
-70
-60
-50
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
3+00.00
-90
-80
-70
-60
-50
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
3+50.00
-90
-80
-70
-60
-50
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240
4+00.00
-40
-30
-90
-80
-70
-60
-50
-40
-30
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220
-240
-90
-80
-70
-60
-50
-40
-30
-240
WINDOW 2 DREDGE MATERIAL,
TOP EL -57 MLLW
EXISTING BOTTOM,
EL VARIES
WINDOW 2 CAPPING MATERIAL,
TOP EL -55 MLLW
2' M
IN
WINDOW 3 CAPPING MATERIAL,
TOP EL -54 MLLW
WINDOW 3 DREDGE MATERIAL,
TOP EL -57 MLLW
EXISTING BOTTOM,
EL VARIES
2' M
IN WINDOW 3 CAPPING MATERIAL,
TOP EL -54 MLLW
WINDOW 4 DREDGE MATERIAL,
TOP EL -57 MLLW
EXISTING BOTTOM,
EL VARIES
2' M
IN WINDOW 4 CAPPING MATERIAL,
TOP EL -54 MLLW
EXISTING BOTTOM,
EL VARIES
40'10'0 20' 1" = 20'
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
FI
LE
N A
M E
: Q :\N
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2\ P
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L A
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N A
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IE
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LO
TT
E D
: T hu rs da y, J an ua ry
0,
- 9 :0
3a m
U S
E R
: w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1" = 20'
CAD CELL CROSS SECTIONS STATION 2+50.00 THRU 4+00.00A1 CN105
CA
D
CE
LL
C
RO
SS
S
EC
TI
ON
S
SH
EE
T
OF
CN310
12805624
AS NOTED
MCM WBT MEW
NOTES:
1. SECTION CUTS LOOKING UPSTATION.
2. CAPPING MATERIAL SHALL HAVE A
MINIMUM DEPTH OF 2 FEET.
LEGEND:
DREDGE
MATERIAL DISPOSAL
CAPPING
MATERIAL DISPOSAL
| CIVIL-DREDGING |
| CN101-OVERALL DREDGING SITE PLAN |
| CN102-DREDGING PLAN - WINDOW 2 |
| CN103-DREDGING PLAN - WINDOW 3 |
| CN104-DREDGING PLAN - WINDOW 4 |
| CN105-CAD CELL PLAN |
| CN301-DREDGING TYPICAL SECTIONS |
| CN302-WINDOW 2 DREDGING SECTIONS SHEET 1 OF 3 |
| CN303-WINDOW 2 DREDGING SECTIONS SHEET 2 OF 3 |
| CN304-WINDOW 2 DREDGING SECTIONS SHEET 3 OF 3 |
| CN305-WINDOW 3 DREDGING SECTIONS SHEET 1 OF 3 |
| CN306-WINDOW 3 DREDGING SECTIONS SHEET 2 OF 3 |
| CN307-WINDOW 3 DREDGING SECTIONS SHEET 3 OF 3 |
| CN308-WINDOW 4 DREDGING SECTIONS (BID OPTION 3) |
| CN309-CAD CELL CROSS SECTIONS SHEET 1 OF 2 |
| CN310-CAD CELL CROSS SECTIONS SHEET 2 OF 2 |
2020-01-31T09:35:37-0500
2020-01-31T09:36:03-0500
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| 2020-02-15T19:22:08-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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| James E. Donahue, R.A. | |
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